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LUBA Materials Volume 3 of 3
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PDT 13-1
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LUBA Materials Volume 3 of 3
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Last modified
4/27/2017 4:32:35 PM
Creation date
7/21/2015 11:17:59 AM
Metadata
Fields
Template:
PDD_Planning_Development
File Type
PDT
File Year
13
File Sequence Number
1
Application Name
OAKLEIGH COHOUSING
Document Type
LUBA Materials
Document_Date
1/20/2014
External View
Yes
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' <br />~ <br />•m <br />a <br />a <br />d <br />a <br />t <br />m <br />O' <br /># <br />d <br />O <br />E <br />4T1 <br />FO- <br />LL <br />C <br />Comments <br />t <br />m <br />W <br />E <br />o <br />A <br />A <br />F <br />E <br />>1 <br />Soil and Rock Description <br />o <br />h <br />J <br />U <br />3 <br />U <br />to <br />Surface: grass. <br />Medium stiff clayey SILT, scattered organcis; brown, moist, low <br />Roots extend to ±7 inches. <br />1- <br />to medium plasticity, organics consist of fine roots, (topsoil). <br />2- <br />S-t 1-1 <br />0.55 <br />45 <br />0 <br />/ <br />- <br />Medium stiff to stiff silty CLAY; brown, moist, medium plasticity, <br />S-11-2 <br />. <br />(alluvium)_ <br />3- <br />Loose to medium dense silt <br />SAND <br />brown <br />moist <br />low <br />la <br />ti <br />it <br />o;. <br />y <br />; <br />, <br />, <br />p <br />s <br />c <br />y <br />Z <br />silt fine sand, alluvium . <br />J <br />o <br />_ - <br />Medium dense to dense sandy GRAVEL, scattered cobbles; <br />_ <br />5 <br />o : :0 : <br />grey-brown, wet, fine to coarse sand, fine to coarse, subrounded <br />No seepage or ground water <br />.6.. Q.:. <br />to rounded gravel, cobbles up to ±8 inches in diameter, <br />encountered to the limit of excavation <br />6- <br />. <br />(alluvium) <br />. <br />. <br />BUHUMOF T T PIT <br />7- <br />8- <br />9- <br />10- <br />11- <br />12- <br />13- <br />14- <br />Project No.: 2131004 <br />Surface Elevation: 404.0 feet (Approx.) <br />Date of Test Pit: January 30, 2013 <br />Test Pit Log: TP-11 <br />Oakleigh Meadows Cohousing <br />Eugene, Oregon _ <br />0 <br />m <br />m <br />m <br /># <br />E <br />E <br />a <br />N <br />,y <br />d <br />2 O <br />T <br />fq <br />f' <br />LL <br />_ <br />O <br />Comments <br />t <br />m <br />M <br />o <br />ro <br />E. <br />Soil and Rock Description <br />o <br />m <br />J <br />U <br />$ <br />U <br />U) <br />Surface: grass. <br />Medium stiff to stiff clayey SILT, scattered organics; brown, <br />Roots extend to ±10 inches <br />0.60 <br />moist, low to medium plasticity, organics consist of fine roots, <br />. <br />2 <br />5-12-1 <br />(topsoil). <br /> <br />No seepage or ground water <br />S-12-2 <br />Stiff silty CLAY; brown, moist, medium plasticity, (alluvium). <br />encountered to the limit of excavation. <br />3- <br />BOTTOM OF TEST PIT <br />4- <br />5- <br />6- <br />7- <br />8- <br />9- <br />10- <br />11- <br />12- <br />13- <br />14- <br />Project No.: 2131004 <br />Surface Elevation: 402.5 feet (Approx.) <br />Date of Test Pit: January 30, 2013 <br />Test Pit Log: TP-12 <br />Oakleigh Meadows Cohousing <br />Eugene, Oregon <br />1470 <br />
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